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HomeMy WebLinkAbout4779-1ANYTIME" SIGN TO REMAIN EXISTING EXISTINGRNV STRIPING TTO REMAIN 74-2 385'-t TRANSITION I __ I +L �" q 385 ± TRANSITION 50' 3G 12':29V ___ _ _� _. ____o, =� � t1/2 \-EXISTING W3-1 TO EXISTING TRUCK REMAIN ROUTE" TO REMAIN EXISTING RNV 1 —JOIN EXISTING STRIPING EXISTING STOP SIGNING AND STRIPING GENERAL NOTES SIGN, R I -3 TO REMAI N EXISTING R2-1 - 1 . CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY (40) TO REMAIN DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO EXISTING RNV THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7G 10 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATERIALS AND EQUIPMENT FOK TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY ENGINEER (909) 350-7G 10 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. G. TRAFFIC SIGN SIZE SHALL BE FORM CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE I O' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 1003. 1 1. A5-5UILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. 5UB5TITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14. BLUE DOT MARKERS (BLUE K.K.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* ®I APPLY THERMOPLASTIC 4" SOLID WHITE LINE .................................................2,505 LF ® APPLY THERMOPLASTIC 4" WHITE SKIP LINE PER MUTCD, DETAIL 12 ........................GGO LF ® APPLY THERMOPLASTIC TYPE IV(L) ARROW PER MUTCD......................................8 EA ® PAINT 12" WHITE CHEVRONS AT 10' SPACING ........... ..................................750 LF ® APPLY THERMOPLASTIC 4" WHITE SKIP LINE PER MUTCD, DETAIL 14A ...................... 1,750 LF ® APPLY THERMOPLASTIC "STOP" LEGEND PER MUTCD........................................8 EA APPLY THERMOPLASTIC 8" SOLID WHITE LINE PER MUTCD, DETAIL 38 ...................... 150 LF ® APPLY THERMOPLASTIC 12" WHITE LIMIT LINE PER MUTCD.................................. I G5 LF ® APPLY THERMOPLASTIC TYPE IV(R) ARROW PER MUTCD.....................................2 EA ® RELOCATE EXISTING STOP SIGN TO NEW CURB LOCATION PER CITY STD. 139 ............. i EA ®I APPLY THERMOPLASTIC "AHEAD" LEGEND PER MUTCD....................................... I EA ® APPLY THERMOPLASTIC DOUBLE YELLOW LINE PER MUTCD, DETAIL 22 .....................G53 LF ® INSTALL R4-7, TYPE K (CA) SIGN.............................................................. I EA INSTALL RG- I RT ONE WAY" SIGN IEA SANDBLAST EXISTING STRIPING.............................................................. 1 135 LF ® REMOVE EXISTING "NO 5TOPPING" SIGN ...................................................... I EA ® APPLY THERMOPLASTIC DOUBLE DOUBLE YELLOW LINE PER MUTCD, DETAIL 29 ............7GO LF ® REPLACE/ INSTALL THERMOPLASTIC "STOP AHEAD" LEGEND PER MUTCD ....................4 EA ' ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. r � I SCALE: 1 7=40' 0 40 80 120 FREMONTIA AVENUE SULTANA AVENUE 0' 30' ' 30' 3J' 0' eq 4'f EXISTING STOP SIGN, R 1-3 s EXISTING "NOT A THROUGH € STOP LEGEND AND EXISTING 'TRUCK EXISTING STOP SIGN, f9' 20' STREET" SIGN TO REMAIN EXISTING STOP SIGN, A 2' 2'f LIMIT LINE TO 4EMAIN STOP LEGEND AND t STOP LEGEND AND R UTE" TO REMAIN LIMIT LINE TO REMAIN; EXISTING RNV LIMIT LINE TO REMAIN ' EXISTING "NOT A THROUGH EXISTING NO STOPPING; STREET" SIGN TO REMAIN EXISTING STOP SIGN K 1-3EXISTING "NO STOPPING ANYTIME" SIGN TO REMAIN EX15TING W - I SIGN TO REMAIN EXISTING RM/ XISTING RNV ANYTIME SIGN TO REMAIN ; �_ TO REMAIN EXISTING "NO STOPPING (I MEDIAN IMPROVEMENTS EXISTING "NO STOPPING "AlkEXISTING "NO STOPPING PER SEP. STREET IMP. PLAN ANYTIME" TO REMAIN a ANYTIME" SIGN TO REMAIN ANYTIME" SIGN TO REMAIN SLOVER AVENUE _-_ __- / �: sem:-:�.,�•,..�� �, � . �:.,�,� ,.� - - _ 1 G' 10' EXISTING CURB t 1 19' 3 37 70'± TRANSITION — — I G — — GUTTER — —I G — — — — — — — — — — Z I 0 — — — 13' ER 13' 4 13' ...� S 7-5 7' 7_ 7' 7' 7' 10' 13 13' w _ _ 4 50 — — — — — — — — 20' 20 GUTTING CURB 20' w 20 zzz I / 5' LOCATED — — TOP SIGN, KI -3 4 EXISTING STOP SIGN, KI -3 in TO BE RELOCATED _z O i„ n U' N69 $10P S IGN (R.1)* 30' r F Mkpt atltErc. M(Not 9 �d�►465 iN TIS he-I,v. 0 I r t PROPOSED CURB GUTTER PROPOSED RNV 40' EXISTING W3-1 AND "TRUCK ROUTE" 5IGNb TO REMAIN j w L.J I G = — 52' 4 F—i 13' 71— ' Q 13' — - 20' 5 4 TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED R/W EXISTING STOP LEGENDS AND LIMIT LINE TO REMAIN EXISTING RNV EXISTING STOP SIGN "NO STOPPING " EXISTING CURB TO REMAIN EXISTING NO STOPPING GUTTER SIGN TO REMAIN ANYTIME" SIGN TO REMAIN EXISTING "NO STOPPING — —ANYTIME" SIGN TO REMAIN MEDIAN IMPROVEMENTS ^ I G' Y— 20_ — PER SEP. STREET IMP. PLAN — — — 4 13' 3 4' 13' 7' - - I' ' 150' ■ 13' 12' Y 20' EXISTING CURB # 20' 1 GUTTER n SLOVEN AVENUE PROPOSED RNV EXISTING TYPE IV(L) ARROW 1 �I✓ TO REMAIN EXISTING DOUBLE YELLOW ' LINE TO REMAIN 1 3' it Yi 13' PROPORSED CURBGUTTE z O LU J z Q SLOVER AVENUE EXISTING "NO EXISTING "NO STOPPING EXISTING RNV EXISTING CURB ANYTIME" SIGN T07STOPPING 6 ANYTIME" SIGN TO ANYTIME" SIGN TO REMAIN GUTTER REMAIN 14r % — / A' 1 rte"-, •"".c, i - ' - A/2 10 _.W.__ _ ----- _. ___.. _. OG' TRANSITION I G' 52' - -�- ---- --- -- ---- — — -� ---- - -----------------------150' 36' / ---- N N 0' 0/2 EXISTING DOUBLE YELLOW I 20' i 12120' O tp i i a, U i 32'(D i �1 114' hi LXU w E 4r C 32' 14' I 32 f X44' t { �t ; I t# �1 32' 3 2' I e, / 5' LOCATED — — TOP SIGN, KI -3 4 EXISTING STOP SIGN, KI -3 in TO BE RELOCATED _z O i„ n U' N69 $10P S IGN (R.1)* 30' r F Mkpt atltErc. M(Not 9 �d�►465 iN TIS he-I,v. 0 I r t PROPOSED CURB GUTTER PROPOSED RNV 40' EXISTING W3-1 AND "TRUCK ROUTE" 5IGNb TO REMAIN j w L.J I G = — 52' 4 F—i 13' 71— ' Q 13' — - 20' 5 4 TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED R/W EXISTING STOP LEGENDS AND LIMIT LINE TO REMAIN EXISTING RNV EXISTING STOP SIGN "NO STOPPING " EXISTING CURB TO REMAIN EXISTING NO STOPPING GUTTER SIGN TO REMAIN ANYTIME" SIGN TO REMAIN EXISTING "NO STOPPING — —ANYTIME" SIGN TO REMAIN MEDIAN IMPROVEMENTS ^ I G' Y— 20_ — PER SEP. STREET IMP. PLAN — — — 4 13' 3 4' 13' 7' - - I' ' 150' ■ 13' 12' Y 20' EXISTING CURB # 20' 1 GUTTER n SLOVEN AVENUE PROPOSED RNV EXISTING TYPE IV(L) ARROW 1 �I✓ TO REMAIN EXISTING DOUBLE YELLOW ' LINE TO REMAIN 1 3' it Yi 13' PROPORSED CURBGUTTE z O LU J z Q SLOVER AVENUE EXISTING "NO EXISTING "NO STOPPING EXISTING RNV EXISTING CURB ANYTIME" SIGN T07STOPPING 6 ANYTIME" SIGN TO ANYTIME" SIGN TO REMAIN GUTTER REMAIN 14r % — / A' 1 rte"-, •"".c, i - ' - A/2 10 _.W.__ _ ----- _. ___.. _. OG' TRANSITION I G' 52' - -�- ---- --- -- ---- — — -� ---- - -----------------------150' 36' / ---- N N 0' 0/2 EXISTING DOUBLE YELLOW I 20' i 12120' LINE TO REMAIN tp i i ►D U i i SEW- hi LXU w E 4r PROPOSED RNV 134'-32' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 131 40' 20' —EXISTING RNV EXISTING STOP SIGN TO REMAIN EXISTING CURB GUTTER EXISTING STOP LEGENDS AND LIMIT LINE TO REMAIN `EXISTING CURB GUTTER �EX15TING R/W }—EXISTING TYPE IV(L) ARROWS TO REMAIN ---EXISTING W3-1 TO REMAIN - ---- ------ ---- ------ ------------------------ 2� ---------------------- 5 ,�I OG' TRANSITION O x N _ N �. N I C� c z ` � z z� O� • land planning ' • civil engineering I � _ f.'=• . phone 909.748.7777 "q fax 909.748.7776 kc er engineering & associates, inc. X345-3 et, suite V redlands, ca 92374 I� �R.C.E.39964 Exp. Dec 31,.2009 QROFESS/pNglF JFN I E c ItE E N 35 DRAWN BY: :pp.l M5 /3!/09DESIGNED BY:isAO CHECKED BY: MWr CITY OF FONTANA, CALIFORNIA STRIPING PLAN SLOVER AVENUE, BETWEEN BEECH AND ELM SCAL,-4o' BEECH AVENUE, SOUTH OF SLOVER DATE; ELM AVENUE, SOUTH OF SLOVEK 01/15/08 AP,!!�)VED BY: pRAWING NO.: I CITY ENGINEER R.C.EE.. 51152 G ! y 779 3741183